DOCSLIB.ORG

Pre Feasibility Report 1.0 Executive Summary

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Pre Feasibility Report 1.0 Executive Summary PRE FEASIBILITY REPORT 1.0 EXECUTIVE SUMMARY Project name Amendment in Environmental Clearance of Integrated Steel Plant located at village Kamanda in Sundergarh District of Odisha by M/s Rungta Mines Limited with reference to Environmental Clearance vide MOEF letter no J-11011/434/2009-IA.II(I) dated 06.11.2017 and its amendment dated 08.03.2019 Location village Kamanda, District Sundergarh, Odisha TotalArea 154.489ha(381.74acres) Present Land status Sl. Details Area in Area in No. Acres ha 1. Private Land purchased 111.08 44.954 2. Private land acquired through 186.34 75.411 IDCO 3. Govt. Land Acquired through 61.52 24.897 IDCO 4. Balance Govt. land under 22.80 9.227 acquisition Total 381.74 154.489 Total rated Change in pellet plant configuration capacity Working days 350 days Manpower 2160 no additional manpower required Topography Flat Water requirement Total: 2448.81cum/hr . No additional water is required Source of water Karo River Power description Total power generation = 198 MW Station Load + auxiliary = 21 MW Power for utilisation = 177 MW Powersource CaptivePowerPlant 2.0 INTRODUCTION 2.1 Identification of project and project proponent Rungta Mines Limited is operating 0.27 MTPA DRI, 0.20 MTPA Steel and 40 MW Power Plant at Kamanda, Sundergarh, Odisha by M/s Rungta Mines Pre-feasibility Report – for amendment in EC letter of Kamanda Steel Plant 1 Limited. Environmental clearance for above existing plant is granted by MOEF vide Letter no. J-11011/304/2007-IA.II (I) dated 12.12.2008. The company's vision & mission is to utilise its core values & strengths, complemented with the vast experience gained, to help it keep pace with the changing times and respond to domestic & international market forces by maintaining consistent quality & despatch schedules, making RML synonymous with reliability. 2.2 Brief description of nature of the project The nature of the project for enhancement is ferrous metallurgical industries and fall under the category 3(a) under the category “A” of the schedule of EIA Notification, 2006. 2.3 Need for the project and its importance to the country and/or region Steel : India’s economic growth is contingent upon the growth of the Indian Steel Industry. Consumption of steel is taken to be an indicator of economic development. While steel continues to have a strong hold in traditional sectors such as construction, housing and ground transportation, special steels are increasingly used in engineering industries such as power generation, petrochemicals and fertilizers. Power : The DRI kiln operation produces substantial quantity of hot gases, which can be utilised to power generation, further large quantity of waste produce char. So company will also install 87 MW WHRB + 111 MW AFBC based power plant. The generated power will meet the power requirement of Beneficiation, Pelletisation plant, Coal washery, DRI, Sinter plant, Blast Furnace, Coke oven plant, SMS, Billets/ slab / Bloom caster, Flat Round/ Wire rod/ Structural mill/ others, coal washery and Ferro Alloys Plant. Thus, power demand from the state grid will be not be there and will improve the power scenario locally as well as at state level. 2.4 Demand-supply gap Steel : The Indian Steel industry has entered into new development stage from 2005-2006 riding high on the resurgent economy and rising demand of Steel. Rapid rise in production has resulted in India to become 5th largest producer of steel. It is estimated that, India’s Steel consumption will continue to grow at nearly 16% rate annually, fuelled by the demand of construction project. The National Steel Policy envisaged steel production to reach 110 million tonnes by 2020. So considering the huge demand of steel, this project is important for partially fulfilling of demand. Power: Over the year electricity industry has made significant progress. It may be seen that average gap between generation and demand in India is - 1.9 %. Power supply positions are given Table 1. Pre-feasibility Report – for amendment in EC letter of Kamanda Steel Plant 2 TABLE 1 POWER SUPPLY POSITION Region Peak demand Peak met Deficit % Jan15 Jan16 Jan15 Jan16 Dec14 Dec15 All Northern 42387 44124 40774 42019 -3.8 -4.6 Western 42247 45236 41553 45173 -1.6 -0.1 Southern 37004 37301 35446 36745 -4.2 -1.5 Eastern 15575 17343 15373 17198 -1.3 -0.8 North 2455 2367 2202 2332 -1.03 -1.5 eastern All India 139662 140782 135348 138075 -3.1 -1.9 Source: CEA 2.5 Imports vs. indigenous production Import of steel from china had adversely affected the Indian Steel Market and the policy change by Govt of India is now leading to recovery of the sector. There is no proposal for import of steel. 2.6 Export possibility First priority is to meet domestic demand and will also take into account the large export possibilities if any. 2.7 Domestic / Export markets Sponge Iron will be used as raw material (in house) for producing steel. The steel shall be sold in domestic market. Steel produced shall be used in domestic market. 2.8 Employment generation (Direct and Indirect) Existing manpower is 2160. No additional manpower will be required for enhancement of production. 3.0 PROJECT DESCRIPTION 3.1 Type of project including interlinked and interdependent projects Nil. 3.2 Location with Coordinates District & State : Sundergarh, Odisha Village : Kamanda Latitude : 21°55’33’’ and 21°55’58’’ N Longitude : 85°13’16”and85°13’52”E Pre-feasibility Report – for amendment in EC letter of Kamanda Steel Plant 3 3.3 Details of Alternate Sites & Environmental Considerations No alternatives under consideration. The expansion project will be incorporated within the existing plot (154.489 ha) of land to the existing plot. Environmental considerations: There are no National parks, Wildlife Sanctuary, Biospheres reserves within 15 km radius. The nearest National Park is Simlipal at a distance of 97 km in E direction. The nearest Simlipal sanctuary at a distance of 130 km in E direction. There are several water bodies and forest present within the study area of the project. The distance to various water bodies, forest, etc. are given in Table 2. TABLE 2 DISTANCE AND DIRECTION (WITHIN 15 KM) OF WATER BODIES, FORESTS & MOUNTAINS FROM PROJECT BOUNDARY Name Distance Direction Forests: Torha RF 1.8 km NW Karo RF 1.0 km N Uliburu RF 6.3 km NNE Mendhamaruni RF 3.2 km E Kathamala RF 0.5 km E RFnearBhabani 3.6km SSE Sarkanda RF 5.5 km S Siddhamath RF 11.4 km NE Rakshi RF 12.7 km NW KhajurdihiRF 9.2km SSE Rivers & Streams : Bachanala 7.5 NW Boreamnala 8.1 SE Eruanala 4.8 WNW Geranala 5.4 W Gerianala 7.6 W Jakanal nala 8.6 SE Karo river 0.2 NE / E Khajurdihi nala 8.8 SE Khuntachiranala 7.3 SE Kukarha 0.5 E Lekerapani nala 1.9 E Samij nala 2.4 NW Karonala 0.01 E Sirki nala 9.3 WSW Sunanadi 8.6 E Teherai nala 6.5 SE Pre-feasibility Report – for amendment in EC letter of Kamanda Steel Plant 4 3.4 Size/Magnitude of operation Plant area: 154.489 ha The consolidated summary of the sanctioned facilities is given in Table 3 TABLE 3 : UNITS SANCTIONED IN EC LETTER DATED 06.11.2017 & ITS AMENDMENT DT. 08.03.2019 Sl.No. Facility Totalcapacity 1 Beneficiation Plant 1,200,000 2 Pellet Plant-1 600,000 Pellet plant-2 2,640,000 Sub Total 3,240,000 3 Coal Washery 924,000 4 DRI Plant 6X100 TPD 273,000 1X300 TPD 136,500 3X350 TPD 441,000 2X500TPD 420,000 Sub total 1,270,500 5 Sinter Plant -2x24sqm 532,224 6 Mini Blast Furnace 2X262 CUM 458,500 1X260 CUM 227,500 Sub-total 686,000 7 Coke Oven (2 batteries of 70,000 TPA) 140,000 8 SMS 4X15TIF,2x20LRF 277,200 9X15TIF,3x35TLRF 623,700 Subtotal 900,900 9 Billet/ Slab/ Bloom Caster Caster 1 271,656 Caster 1 271,656 Caster 1 339,570 Subtotal 882,882 10 Flat/ Round/ Wire Rod/ Structural Mill/ others Mill -1 260,790 Mill-2 260,790 Mill -3 325,987 Subtotal 847,567 11 Ferro Alloy Plant (1x9 MVA + 1x18 MVA) FerroManganeseOR 9MVA=18,000 18 MVA=36,000 SilicoManganeseOR 9MVA=14,400 18 MVA=28,800 FerroChromeOR 9MVA=14,400 18 MVA=28,800 Pre-feasibility Report – for amendment in EC letter of Kamanda Steel Plant 5 Sl.No. Facility Totalcapacity Ferro Silicon 9 MVA= 6,400 18 MVA=12,800 BriquettePlantforferrochrome 88,320 BriquettePlantforferromanganese 111,360 12 Captive Power Plant 198 MW WHRB 87 MW AFBC/CFBC(1x20MW+2x45.5MW) 111MW TABLE 4: FACILITIES UNDER OPERATION S.L Facilities Configuration Production 1 Sponge Iron plant 6x100 TPD 2,57,400 TPA 1x300 TPD 128,700 TPA 1x350 TPD 138,600 TPA 2 Steel Melting Shop comprising IF along with 4 X 15 T 231,000 CCM 3 Captive Power Plant WHRB 20 MW 20 MW AFBC 20 MW 20 MW PELLETISATION PLANT (3.24 MTPA) The pellet plant will be established as follows: PHASE → TPA (I) TPA (II) Remarks Pellet Plant-1 600,000 - Nochange Pellet plant-2 2X1,200,000 + 1x2400000 +10% Configuration 10% upgradation (240,000) upgradation change SubTotal 3,240,000 2,640,000 Now company to seek amendment in configuration of pellet plant from 2x1.32 MTPA to 2.64 MTPA Process Description Pellets are heat hardened balls produced from concentrates and natural iron ores of different mineralogical and chemical composition to produce charge materials with improved properties for iron making. The various steps involved in the pelletization process are feed preparation, green ball formation, pellet induration and product dispatch.
Load more

Recommended publications
  • The Koel Karo Hydel Project – an Empirical Study of the Resistance Movement of the Adivasi in Jharkhand / India
    The Koel Karo Hydel Project – an empirical study of the resistance movement of the Adivasi in Jharkhand / India Martina Claus Sebastian Hartig University of Kassel / Germany The Koel Karo Hydel Project – an empirical study of the resistance movement of the Adivasi in Jharkhand / India Contents 1. Acknowledgement 2. Introduction 3. Basic data relating to the “Koel Karo Hydel Project” 4. The history of the the resistance movement against the Koel Karo Hydel Project 5. Difficulties in resistance and future perspectives 6. Results of our analysis and future prospects for the area Acknowledgement “Displacement is painful for anybody. To leave the place where one was born and brought up, the house that one built up with one’s own labour can be even more painful. Most of all, when no alternate resettlement has been worked out and one has nowhere to go, it is most painful. And when it comes to the Adivasi People for whom their land is not just an economic commodity but a source of spiritual sustenance, it can be heart-rending.“ (Stan Swamy) We would like to thank several people and organizations, who were of great assistance during our time in India. Firstly, we would like to thank all our interview partners, who generously provided us with their time and knowledge, thereby furnishing us with a sound foundation for our reseach work. Special thanks is due Binkas Ecka for his invaluable assistance; he proved indispensable as a guide in the Koel Karo Area. He also acted as an intermediary between us and the local people, not only simultanesouly translating conversations with the Adivasi but also helping us initiate contact with potential interviewees.
    [Show full text]
  • Infrastructure Study Report for 300 Mt Steel by 2025
    DRAFT INFRASTRUCTURE STUDY REPORT FOR 300 MT STEEL BY 2025 MECON LIMITED RANCHI- 834002 JULY, 2014 (R0) No. 11.14.2014.PP 2151 JUNE, 2015 (R1) DRAFT JOINT PLANT COMMITTEE Ministry of Steel, GOI INFRASTRUCTURE STUDY REPORT FOR 300 MT STEEL BY 2025 MECON LIMITED Ranchi – 834002 No. : 11.14.2014.PP 2151 JULY , 2014 (R0) JUNE, 2015 (R1) INFRASTRUCTURE STUDY REPORT FOR 300 MT STEEL BY 2025 GOVT. OF INDIA, MINISTRY OF STEEL PREFACE It is largely being felt now by Country’s policy makers that manufacturing has to be the backbone of future growth strategy of India over the next decade. Accordingly, the new manufacturing policy aims at increasing manufacturing growth rate to 11-12% by 2016-17 and raising its share in GDP from current 16% to 25% by 2025. The policy envisages creation of National Investment & Manufacturing Zones (NIMZs) equipped with world class infrastructure facilities to promote manufacturing activities in the country. To achieve the manufacturing growth of GDP’s share from 16% to 25% by 2025, there will be substantial increase in steel demand. Some of the NMIZs are being planned in mineral rich states offering excellent potential location for setting up new steel plants. Draft National Steel Policy 2012 targets crude steel capacity of 300 Mt in the country by the middle of the next decade (2025-26). A High Level Committee on Manufacturing (HLCM) in its meeting held on 9th July 2013 which was chaired by the then Hon’ble Prime Minister endorsed the growth strategy targeting National Mission of 300 Mt crude steel output by 2025-26.
    [Show full text]
  • DISTRICT SURVEY REPORT of RIVER SAND SIMDEGA DISTRICT (As Per Appendix -X of Moef & CC Gazette Notification No.-125, Dated 15.01.2016)
    DISTRICT SURVEY REPORT OF RIVER SAND SIMDEGA DISTRICT (As per Appendix -X of MoEF & CC Gazette Notification no.-125, dated 15.01.2016) 1. INTRODUCTION Simdega District is situated in the south western part of the state of Jharkhand. It borders with Orissa and Chhattisgarh states. It comprises of the area, which was erstwhile the Simdega Subdivision of the Gumla District and was created on 30th April 2001. The district is situated between 22 degree and 20 minutes to 22 degree and 51 minutes north latitude and 84 degree and 01 minutes to 85 degree and 05 minutes east longitude. It consists of ten blocks/Circles namely Simdega, Kurdeg, Bolba, Thethaitangar, Kolebira, Bano, Jaldega, Pakartanr, Bansjore and Kersai. The responsibility of General Administration of Simdega District lies with the Deputy Commissioner. He is the Executive Head and carries out the role of Deputy Commissioner, District Collector and District Magistrate. The Additional Collector, MESO Project Officer, Executive Magistrates, Treasury Officer, District Panchayati Raj Officers and many others assist the Deputy Commissioner in carrying out day-to-day work in various fields. The Deputy Commissioner is the Chief Revenue Officer as District Collector and is responsible for collection of Revenue and other Government dues recoverable as arrears of Land Revenue. The District Rural Development Agency has also been created for the implementation of Integrated Rural Development Programme. It has been the principal organ at the District level to oversee the implementation of the anti-poverty programmes of the Ministry of Rural Development. Under the Zila Parishad there are 10 Blocks and 94 Panchayats.
    [Show full text]
  • Assessment of Water Resources & Management Strategies of Brahmani River Basin
    ASSESSMENT OF WATER RESOURCES & MANAGEMENT STRATEGIES OF BRAHMANI RIVER BASIN A thesis Submitted towards partial fulfillment Of the requirements for the degree of MASTER OF TECHNOLOGY (RESEARCH) IN CIVIL ENGINEERING WITH SPECIALIZATION IN WATER RESOURCE ENGINEERING BY Ms. RIJWANA PARWIN Regd. No. 612CE301 Under the guidance of Prof. RAMAKAR JHA Dept. of Civil Engineering DEPARMENT OF CIVIL ENGINEERING NATIONAL INSTITUTE OF TECHNOLOGY ROURKELA-769008 2014 NATIONAL INSTITUTE OF TECHNOLOGY ROURKELA CERTIFICATE This is to certify that the thesis entitled “Assessment of Water Resources & Management Strategies of Brahmani River Basin” submitted by, Ms. Rijwana Parwin (612ce301) in partial fulfillment of the requirements for the degree of Masters of Technology (Research) in Civil Engineering of National Institute of Technology, Rourkela, Odisha, is a bonafide work carried out by her under my supervision and guidance during the academic year 2012-14. Date: Place:Rourkela (Dr.Ramakar Jha) Professor Department of Civil Engineering National Institute of Technology Rourkela-769008 DECLARATION This is to certify that project entitled ―Assessment of water resources & management strategies of Brahmani river basin‖ which is submitted by me in partial fulfillment of the requirement for the award of Masters of Technology (Research) in Civil Engineering, National Institute of Technology, Rourkela, Odisha , comprises only my original work and due acknowledgement has been made in the text to all other material used. It has not been previously presented in this institution or any other institution to the best of my knowledge. Name: Ms. Rijwana Parwin Regd. No: 612CE301 Civil Engineering Department,N.I.T Rourkela,odisha. ACKNOWLEDGEMENT First of all I would like to express my deep sense of respect and gratitude towards my advisor and guide Dr.Ramakar Jha, Department of Civil Engineering, who has been the guiding force behind this work.
    [Show full text]
  • 11 Jul 2018 172856047FY9XG
    BRIEF PROJECT SUMMARY Vedanta Limited, formerly known as Sesa Sterlite Limited (SSL)/ Sesa Goa LTD, a Vedanta Group company is one of the world’s largest global diversified natural resource majors, with operations in zinc-lead-silver, oil & gas, iron ore, copper, aluminium and commercial power. Vedanta Limited (Vedanta) is contemplating to establish a green field 0.5 MTPA hot metal plant (Pig Iron), 3 MTPA of pellet plant. The process for production of hot metal is based on blast furnace, sinter plant and coke oven plant. Vedanta is already having 0.832 MTPA pig iron manufacturing unit at Goa along with 1.0 MTPA sinter plant, 0.6 MTPA heat recovery coke plant & 60 MW waste heat recovery plant. The proposed project area is located at Dimbuli Village, Circle Manoharpur, West Singhbhum District, Jharkhand State. Process Details 1. Hot metal (Pig Iron) Plant: The following has been considered for 0.5 MTPA blast furnace and related facilities: A. 0.5 MTPA Blast Furnace: It is proposed to install a blast furnace of 0.5 MTPA capacity in Manoharpur village Jharkhand. This furnace will be a modern blast furnace equipped with hot blast stoves, bell less top, and pulverized coal injection including O2 enrichment. B. Sinter Plant: The availability of the calibrated iron ore lumps is becoming scarce; hence it is proposed to install sintering machines of adequate capacity along with the blast furnace. The advantages with the use of sinter is that, it improves the productivity of the blast furnace, lowers the coke rate, allows usage of low iron bearing material and low value coke breeze in the production.
    [Show full text]
  • Ranchi, Khunti and Lohardagga Districts, Jharkhand
    Draft Report कᴂ द्रीय भूमम जल बो셍 ड जऱ संसाधन, नदी विकास और गंगा संरक्षण मंत्राऱय भारत सरकार Central Ground Water Board Ministry of Water Resources, River Development and Ganga Rejuvenation Government of India Report on NATIONAL AQUIFER MAPPING AND MANAGEMENT PLAN Parts of Ranchi, Khunti and Lohardagga Districts, Jharkhand रा煍य एकक कायााऱय रांची State Unit Office, Ranchi CENTRAL GROUND WATER BOARD Ministry of Water Resources, River Development & Ganga Rejuvenation Government of India REPORT ON NATIONAL AQUIFER MAPPING AND MANAGEMENT PLAN FOR JHARKHAND STATE PHASE - I CENTRAL GROUND WATER BOARD SUO, RANCHI July, 2016 Central Ground Water Board Ministry of Water Resources, River Development & Ganga Rejuvenation Government of India REPORT ON NATIONAL AQUIFER MAPPING AND MANAGEMENT PLAN FOR JHARKHAND STATE PHASE - I Data processing & preparation by T.B.N SINGH,Scientist “D” B.K. ORAON Sc -“D” Geophysicist SUNIL TOPPO Scientist-“B” Dr. ANUKARAN KUJUR, AHG ATUL BECK, AHG SUO RANCHI July, 2016 Contents NATIONAL AQUIFER MAPPING AND MANAGEMENT PLAN FOR PHASE-I JHARKHAND STATE Chapter Title Page No. No 1.1 Objectives, Scope of the study, Approach & 1 Methodology 1.2 Area details & Demography 3 1.3 Data availability, Data Gap analysis & Data 4 Generation 1.4 Rainfall 6 1.5 Geomorphology 6 1. Introduction 1.6 Land use 7 1.7 Soil 8 1.8 Hydrology 8 1.9 Drainage 8 1.10 Irrigation 10 1.11 Cropping Pattern 11 2.0 Data Collection & Generation 12 2.1 Hydrogeological Studies 12 2.2 Depth to water level 12 Data Collection & 2.
    [Show full text]
  • (Gosikhurd) - Nalganga (Purna Tapi) Intra State Link Project the Wainganga (Gosikhurd)-Nalganga (Purna Tapi) Link Project Proposed by Govt
    INTRA STATE BRIEF DETAILS MAHARASHTRA 1.Wainganga (Gosikhurd) - Nalganga (Purna Tapi) Intra State link project The Wainganga (Gosikhurd)-Nalganga (Purna Tapi) link project proposed by Govt. of Maharashtra envisages diversion of 2721 Mm3 of water from the ongoing Gosikhurd project across river Wainganga to the Western Vidarbha. Out of this, a quantum of 2207 Mm3 is earmarked for irrigation, 253 Mm3 is planned to be utilized for municipal & industrial purposes in the command areas and the remaining 261 Mm3 will be lost in transmission. The FRL of the ongoing Gosikhurd dam is 244 m. The link canal takes off from the right flank of the ongoing Gosikhurd dam with FSL 243 m and traverses for a length of 478.2 km through Bhandara, Nagpur, Wardha, Amaravati, Akola and Buldana districts of Maharashtra. The link envisages to bring 413750 ha of CCA under irrigation. Apart from irrigation, it is also proposed to cater to the future municipal and industrial water requirements in the command area and the city of Nagpur. About 22 lakh human population and the industrial water requirements by 2050 AD are proposed to be served utilizing 253 Mm3. Total lifting involved is about 80 m in three stages. The total pumping capacity required is 224 MW and the annual power requirement for these lifting arrangements works out to 751 MU. The maximum carrying capacity of the canal is 198 cumec with the corresponding cross section of 37 m of bed width and 4.65 m full supply depth. The cost of the project is estimated to be Rs.8294.26 crores at the price level of 2007- 08 which includes the cost of head works at Rs.684.75 crores, the cost of conveyance system at Rs.6410.38 crores, the cost of lifting arrangements Rs.1033.63 crores and the cost of on farm development Rs.165.50 crores.
    [Show full text]
  • Geomorphometric Characterization of Upper South Koel Basin, Jharkhand: a Remote Sensing & GIS Approach
    Journal of Water Resource and Protection, 2012, 4, 1042-1050 http://dx.doi.org/10.4236/jwarp.2012.412120 Published Online December 2012 (http://www.SciRP.org/journal/jwarp) Geomorphometric Characterization of Upper South Koel Basin, Jharkhand: A Remote Sensing & GIS Approach Reshma Parveen1*, Uday Kumar1, Vivek Kumar Singh2 1Department of Geology, Ranchi University, Ranchi, India 2Department of Geology & Mining, CIAL, Abhijeet Group, Nagpur, India Email: *[email protected], [email protected], [email protected] Received September 28, 2012; revised November 1, 2012; accepted November 10, 2012 ABSTRACT The quantitative analysis of drainage system is an important aspect of characterization of watersheds. Morphometry is measurement and mathematical analysis of landforms. The present study is an attempt to evaluate the drainage mor- phometrics of Upper South Koel Basin using Remote Sensing and GIS approach. A morphometric analysis was carried out to describe the topography and drainage characteristics of Upper South Koel watershed. The stream numbers, orders, lengths and other morphometric parameters like bifurcation ratio, drainage density, stream frequency, shape parameters etc. were measured. The drainage area of Upper South Koel watershed is 942.4 sq km and the drainage pattern is den- tritic. The watershed was classified as 6th order drainage basin. The low values of bifurcation ratio and drainage density suggest that the area has not been much affected by structural disturbances. The study reveals that the different geo- morphic units in the study area i.e. Structural hills, Pediments, Valley fills, Pediplains formed under the influence of permeable geology, are moderate to nearly level plains, with medium to low drainage density (<2.0) & low cumulative length of higher order streams .
    [Show full text]
  • A Novel Approach for Sub-Basin Wise Water Resources Assessment
    ISSN(Online): 2319-8753 ISSN (Print): 2347-6710 International Journal of Innovative Research in Science, Engineering and Technology (An ISO 3297: 2007 Certified Organization) Website: www.ijirset.com Vol. 6, Issue 1, January 2017 A Novel Approach for Sub-Basin Wise Water Resources Assessment Rijwana Parwin1, Ramakar Jha2, Kakoli Karar Paul3 Research Scholar, Department of Civil Engineering, National Institute of Technology, Rourkela, India1 Professor, Department of Civil Engineering, National Institute of Technology, Patna, India2 Professor, Department of Civil Engineering, National Institute of Technology, Rourkela, India3 ABSTRACT: The increase in industrialization, unplanned urbanization, and population growth leads to the decrease in available natural resources like Water. There are some other reasons of depletion of water resources like lack of appropriate technical knowledge, change in the pattern of agriculture and non-implementation of suitable technology at River Basin level. In recent years, inadequate supply of uncontaminated and fresh water has been observed due to high water demand and pollution. There is an urgent need for optimum utilization of water so that future generation could survive. In India irrigation is consider as the major consumer of water along with the water demand for urban and industrial processing gradually due to increasing economic growth and development activities. The aim of this paper is to evaluate the accessible water demand and water supply optimally for domestic (urban and rural), agriculture, industry and the environment for sustainable water management in Brahmani river basin, India. In this present work, a generic modified approach has been developed and has been fruitfully applied in Brahmani river basin and its eight sub-basins (Tilga, Jaraikela, Panposh, Gomlai, Rengali, Samal, Jenapur and Delta).
    [Show full text]
  • Jharkhand 2016
    State of India’s Rivers for India Rivers Week, 2016 India River Week - Jharkhand 2016 Contents 1. PHYSIOGRAPHY: ..................................................................................................... 4 2. RIVER BASINS OF JHARKHAND: ......................................................................... 7 3. INTER BASIN TRANSFER OF WATER FROM SOUTH KOEL BASIN TO SUBERNAREKHA BASIN ...................................................................................... 11 3.1 Inter Basin Transfer of Water from Damodar – Barakar river Basin to Subernarekha Basin. ...................................................................................................................... 11 3.2 Inter Basin Transfer of water from Sankh Basin to South Koel Basin. .................. 11 4. MAJOR RIVERS FLOWING IN JHARKHAND: ................................................... 11 4.1 The North Karo River: ............................................................................................ 11 4.2 The South Karo River : ............................................................................................ 12 4.3 The Barakar River: .................................................................................................. 12 4.4 The Sankh River: .................................................................................................... 12 4.5 The North Koel River: ............................................................................................ 12 4.6 The Damodar River: ..............................................................................................
    [Show full text]
  • Intra State Links Brief Details Maharashtra 1. Wainganga (Gosikhurd)
    Intra State Links Brief Details Maharashtra 1. Wainganga (Gosikhurd) - Nalganga (Purna Tapi) Intra State link project The Wainganga (Gosikhurd)-Nalganga (Purna Tapi) link project proposed by Governmentof Maharashtra envisages diversion of 2721 Mm3 of water from the ongoing Gosikhurd project across river Wainganga to the Western Vidarbha. Out of this, a quantum of 2207 Mm3 is earmarked for irrigation, 253 Mm3 is planned to be utilized for municipal & industrial purposes in the command areas and the remaining 261 Mm3 will be lost in transmission. The FRL of the ongoing Gosikhurd dam is 244 m. The link canal takes off from the right flank of the ongoing Gosikhurd dam with FSL 243 m and traverses for a length of 478.2 km through Bhandara, Nagpur, Wardha, Amaravati, Akola and Buldana districts of Maharashtra. The link envisages to bring 413750 ha of CCA under irrigation. Apart from irrigation, it is also proposed to cater to the future municipal and industrial water requirements in the command area and the city of Nagpur. About 22 lakh human population and the industrial water requirements by 2050 AD are proposed to be served utilizing 253 Mm3. Total lifting involved is about 80 m in three stages. The total pumping capacity required is 224 MW and the annual power requirement for these lifting arrangements works out to 751 MU. The maximum carrying capacity of the canal is 198 cumec with the corresponding cross section of 37 m of bed width and 4.65 m full supply depth. The cost of the project is estimated to be Rs.8294.26 crores at the price level of 2007-08 which includes the cost of head works at Rs.684.75 crores, the cost of conveyance system at Rs.6410.38 crores, the cost of lifting arrangements Rs.1033.63 crores and the cost of on farm development Rs.165.50 crores.
    [Show full text]
  • The Brahmani Model
    CSIRO LAND AND WATER Brahmani model: technical description Carmel Pollino, Alice Brown, Daren Barma, Mobin Ahmad, Yun Chen, Susan Cuddy, Mohammed Mainuddin, Linda Merrin, Amit Parashar, Geoff Podger, Danial Stratford, Hongxing Zheng 01 December 2016 Copyright With the exception of the Australian Government, Australian Aid and CSIRO logos, and where otherwise noted, all material in this publication is provided under a Creative Commons Attribution 4.0 International License http://creativecommons.org/licenses/by/4.0/ The authors request attribution as ‘© Australian Government Department of Foreign Affairs and Trade (DFAT) (Sustainable Development Investment Portfolio)’. Important disclaimer CSIRO advises that the information contained in this publication comprises general statements based on scientific research. The reader is advised and needs to be aware that such information may be incomplete or unable to be used in any specific situation. No reliance or actions must therefore be made on that information without seeking prior expert professional, scientific and technical advice. To the extent permitted by law, CSIRO (including its employees and consultants) excludes all liability to any person for any consequences, including but not limited to all losses, damages, costs, expenses and any other compensation, arising directly or indirectly from using this publication (in part or in whole) and any information or material contained in it. Citation Pollino CA, Brown A, Barma D, Ahmad M, Chen Y, Cuddy SM, Mainuddin M, Merrin L, Parashar A, Podger G, Stratford D, Zheng H (2016) Brahmani model: technical description. Sustainable Development Investment Portfolio (SDIP) project. CSIRO, Australia. This report designed and implemented by CSIRO contributes to the South Asia Sustainable Development Investment Portfolio and is supported by the Australian Government.
    [Show full text]